CN217479962U - Concrete beam pouring system - Google Patents
Concrete beam pouring system Download PDFInfo
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- CN217479962U CN217479962U CN202123308290.0U CN202123308290U CN217479962U CN 217479962 U CN217479962 U CN 217479962U CN 202123308290 U CN202123308290 U CN 202123308290U CN 217479962 U CN217479962 U CN 217479962U
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Abstract
The utility model discloses a concrete beam pouring system, including pier and jib crossbeam balladeur train, the bottom fixedly connected with support base of pier, slotted steel track is laid to the both sides of pier, the both sides of pier and the top fixedly connected with side template that is located jib crossbeam balladeur train, jib crossbeam balladeur train's bottom fixedly connected with removes the pulley, and removes the bottom of pulley and the orbital top sliding connection of channel-section steel, jib crossbeam balladeur train's top fixedly connected with plank sheathing, the orbital bottom fixedly connected with I-steel supporting beam of channel-section steel, the utility model relates to a technical field is pour to the crossbeam. This concrete beam pouring system has realized the staged concrete placement of crossbeam through adopting self-propelled jib crossbeam balladeur train structure, and convenient and fast just need not to use a large amount of reinforcing bars installation, has reduced certain economy and labour cost, has also accelerated concrete placement's working progress simultaneously.
Description
Technical Field
The utility model relates to a technical field is pour to the crossbeam, specifically is a concrete beam pouring system.
Background
The bridge, generally mean erect in river, lake and sea, make the structure that vehicles and pedestrians can pass smoothly, in order to adapt to the modern high-speed traffic industry that develops, the bridge also draws the application as spanning mountain stream, unfavorable geology or meet other traffic needs and erect and make the building that pass more convenient, the bridge generally is made up of superstructure, substructure, support and affiliated structure, the superstructure is also called the bridge and strides the structure, it is the main structure to stride the obstacle, the substructure includes abutment, pier and foundation; the support is a force transmission device arranged at the supporting positions of the bridge span structure and the bridge pier or the bridge abutment; the auxiliary structures refer to bridge end butt straps, tapered revetments, diversion works and the like.
When building continuous rigid frame arch bridge, need set up the concrete beam on the roof beam body that constructs the arch jib, and this crossbeam needs to be under construction with the cantilever casting roof beam body in step, and among the prior art, need use a large amount of reinforcing bar installations fixed, waters the concrete again, such mode complex operation, and need consume a large amount of economic cost and labour, reduced work efficiency, consequently the utility model provides a concrete beam pouring system to above problem.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
Not enough to prior art, the utility model provides a concrete beam pouring system has solved and has need use a large amount of steel bar installations fixed when setting up the concrete beam on the roof beam body that constructs the arch jib, waters the concrete again, and such mode complex operation, and need consume a large amount of economic cost and labour's problem.
(II) technical scheme
In order to achieve the above purpose, the utility model discloses a following technical scheme realizes: the utility model provides a concrete beam pouring system, includes pier and jib crossbeam balladeur train, the bottom fixedly connected with of pier supports the base, slotted steel track is laid to the both sides of pier, the both sides of pier and the top fixedly connected with side form board that is located jib crossbeam balladeur train, jib crossbeam balladeur train's bottom fixedly connected with removes the pulley, and removes the bottom of pulley and the orbital top sliding connection of channel-section steel, jib crossbeam balladeur train's top fixedly connected with plank sheathing, the orbital bottom fixedly connected with I-steel supporting beam of channel-section steel, and I-steel supporting beam's fixed surface is connected with the support longeron.
Preferably, the top of the pier is fixedly connected with a hanging basket upper cross beam, and the support longitudinal beam is fixedly connected with the surface of the hanging basket upper cross beam through finish-rolled deformed steel bars.
Preferably, the top of the upper cross beam of the hanging basket is fixedly connected with an inner sliding beam, and the bottom of the inner sliding beam penetrates through the bridge pier and extends to the inside of the bridge pier.
Preferably, one side at the top of the upper beam of the hanging basket is fixedly connected with a chain block through a lifting rope, and one side of the chain block is fixedly connected with one side at the top of the sliding frame of the lifting beam through a chain.
Preferably, one side of the pier is movably connected with an adjusting steel wedge, and the surface of the inner sliding beam is fixedly connected with an outer sliding beam.
Preferably, one side of the upper hanging basket beam is fixedly connected with a hanging basket template, and the hanging basket template is fixedly connected with the side template through angle steel.
Preferably, the hanger rod cross beam sliding frame is of a truss structure and is formed by welding 10 # channel steel.
(III) advantageous effects
The utility model provides a concrete beam concreting system. The method has the following beneficial effects:
(1) the concrete beam pouring system is characterized in that a supporting base is fixedly connected with the bottom of a pier, slotted steel rails are laid on two sides of the pier, side templates are fixedly connected with the two sides of the pier and positioned at the top of a suspender beam sliding frame, a moving pulley is fixedly connected with the bottom of the suspender beam sliding frame and is in sliding connection with the top of a channel steel rail, a wooden template is fixedly connected with the top of the suspender beam sliding frame, an I-shaped steel supporting beam is fixedly connected with the bottom of the channel steel rail, a supporting longitudinal beam is fixedly connected with the surface of the I-shaped steel supporting beam, a hanging basket upper beam is fixedly connected with the top of the pier, the supporting longitudinal beam is fixedly connected with the surface of the hanging basket upper beam through finish-rolled deformed steel bars, an inner sliding beam is fixedly connected with the top of the hanging basket upper beam, the bottom of the inner sliding beam penetrates through the pier and extends into the pier, and a chain block is fixedly connected with one side of the top of the hanging basket upper beam through a lifting rope, and one side of chain block passes through one side fixed connection at chain and jib crossbeam balladeur train top, one side swing joint of pier has the regulation steel wedge, the fixed surface of interior balladeur train is connected with outer balladeur train, one side fixedly connected with of hanging basket entablature hangs the basket template, hang basket template and side template and pass through angle steel fixed connection, through adopting self-propelled jib crossbeam balladeur train structure to realize the stage nature concrete placement of crossbeam, convenient and fast just need not to use a large amount of reinforcing bars installation, certain economy and labour cost have been reduced, concrete placement's job schedule has also been accelerated simultaneously.
(2) This concrete beam pouring system, one side through hanging basket entablature top is through lifting rope fixedly connected with chain block, and one side fixed connection at chain and jib crossbeam balladeur train top is passed through to one side of chain block, can realize using chain block to carry out limit control to jib crossbeam balladeur train machine, has established the basis for the work of pouring of follow-up concrete beam.
Drawings
FIG. 1 is a front view of the structure of the present invention;
fig. 2 is a side view of the boom cross beam carriage structure of the present invention;
FIG. 3 is an enlarged view of a portion of FIG. 1;
fig. 4 is a partially enlarged view of the point B in fig. 2 according to the present invention.
In the figure: 1-pier, 2-suspender beam sliding frame, 3-supporting base, 4-channel steel rail, 5-side template, 6-moving pulley, 7-wood template, 8-I-steel supporting beam, 9-supporting longitudinal beam, 10-cradle upper beam, 11-inner sliding beam, 12-chain block, 13-adjusting steel wedge, 14-outer sliding beam and 15-cradle template.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-4, an embodiment of the present invention provides a technical solution: a concrete beam pouring system realizes staged concrete pouring of a beam by adopting a self-propelled boom beam sliding frame 2 structure, is convenient and quick, does not need to use a large number of steel bars for installation, reduces certain economic and labor cost, and accelerates the working progress of concrete pouring, and comprises a pier 1 and a boom beam sliding frame 2, wherein the bottom of the pier 1 is fixedly connected with a supporting base 3, two sides of the pier 1 are paved with channel steel rails 4, two sides of the pier 1 are fixedly connected with side templates 5 at the top of the boom beam sliding frame 2, the bottom of the boom beam sliding frame 2 is fixedly connected with a movable pulley 6, the bottom of the movable pulley 6 is connected with the top of the channel steel rails 4 in a sliding manner, the boom beam sliding frame 2 is convenient to move due to the arrangement of the movable pulley 6, and the top of the boom beam sliding frame 2 is fixedly connected with a wooden template 7, the bottom of the channel steel track 4 is fixedly connected with an I-steel supporting cross beam 8, the surface of the I-steel supporting cross beam 8 is fixedly connected with a supporting longitudinal beam 9, the I-steel is also called a steel beam and is a long steel product with an I-shaped cross section, and the I-steel is divided into a common I-steel and a light I-steel and is in an I-shaped cross section.
The utility model discloses in, the top fixedly connected with of pier 1 hangs basket entablature 10, supports longeron 9 and is connected through the finish rolling screw-thread steel and the fixed surface who hangs basket entablature 10.
The utility model discloses in, hang basket entablature 10's top fixedly connected with interior skidding roof beam 11, and the bottom of interior skidding roof beam 11 runs through pier 1 and extends to pier 1's inside.
In the utility model, one side of the top of the upper beam 10 of the hanging basket is fixedly connected with a chain block 12 through a lifting rope, and one side of the chain block 12 is fixedly connected with one side of the top of the boom beam sliding frame 2 through a chain, the limit control of the boom beam sliding frame 2 by using the chain block 12 can be realized, a foundation is laid for the subsequent pouring work of the concrete beam, the chain block 12 is also called a magic block, the chain block, a jack, a hand block, is a manual hoisting machine which is simple to use and convenient to carry, also called a ring chain block or a jack, is suitable for the short-distance hoisting of small-sized equipment and goods, the hoisting capacity is generally not more than 10T, the maximum can reach 20T, the hoisting height is generally not more than 6m, the shell material of the chain block 12 is high-quality alloy steel, firmness and wear resistance, the safety performance is high, when the chain block 12 lifts heavy objects upwards, the hand chain wheel rotates when the hand chain wheel is pulled clockwise, the hand chain wheel is pulled anticlockwise when the hand chain wheel descends, the brake seat is separated from the brake pad, the ratchet wheel is static under the action of the pawl, and the five-tooth long shaft drives the lifting chain wheel to reversely move, so that heavy objects are lifted stably.
The utility model discloses in, one side swing joint of pier 1 has the regulation steel wedge 13, and the fixed surface of interior smooth roof beam 11 is connected with outer smooth roof beam 14.
The utility model discloses in, hang one side fixedly connected with of basket entablature 10 and hang basket template 15, hang basket template 15 and side template 5 and pass through angle steel fixed connection, and the angle steel is commonly called the angle bar, is the rectangular steel of both sides perpendicular angular form mutually.
The utility model discloses in, jib crossbeam balladeur train 2 is the truss structure, adopts 10 channel-section steels welding to form, and the channel-section steel is rectangular steel that the cross-section is the recess shape, belongs to build with mechanical carbon element structural steel, is complicated sectional shaped steel, and its section shape is the recess shape, steel mainly used building structure, curtain engineering, mechanical equipment and vehicle manufacturing etc..
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. The utility model provides a concrete beam pouring system, includes pier (1) and jib crossbeam balladeur train (2), the bottom fixedly connected with of pier (1) supports base (3), its characterized in that: slotted steel track (4) are laid to the both sides of pier (1), the both sides of pier (1) and top fixedly connected with side template (5) that are located jib crossbeam balladeur train (2), the bottom fixedly connected with of jib crossbeam balladeur train (2) removes pulley (6), and removes the bottom of pulley (6) and the top sliding connection of channel-section steel track (4), the top fixedly connected with plank sheathing (7) of jib crossbeam balladeur train (2), the bottom fixedly connected with I-steel supporting beam (8) of channel-section steel track (4), and the fixed surface of I-steel supporting beam (8) is connected with and supports longeron (9).
2. A concrete beam casting system according to claim 1, wherein: the top of the pier (1) is fixedly connected with a hanging basket upper cross beam (10), and the supporting longitudinal beam (9) is fixedly connected with the surface of the hanging basket upper cross beam (10) through finish-rolled deformed steel bars.
3. A concrete beam casting system according to claim 2, wherein: the top of the upper hanging basket cross beam (10) is fixedly connected with an inner sliding beam (11), and the bottom of the inner sliding beam (11) penetrates through the pier (1) and extends to the inside of the pier (1).
4. A concrete beam casting system according to claim 2, wherein: one side at the top of the upper beam (10) of the hanging basket is fixedly connected with a chain block (12) through a lifting rope, and one side of the chain block (12) is fixedly connected with one side at the top of the sliding frame (2) of the hanging beam through a chain.
5. A concrete beam casting system according to claim 3, wherein: one side of the pier (1) is movably connected with an adjusting steel wedge (13), and the surface of the inner sliding beam (11) is fixedly connected with an outer sliding beam (14).
6. A concrete beam casting system according to claim 2, wherein: one side of the hanging basket upper cross beam (10) is fixedly connected with a hanging basket template (15), and the hanging basket template (15) is fixedly connected with the side template (5) through angle steel.
7. The concrete beam casting system of claim 1, wherein: the hanger rod cross beam sliding frame (2) is of a truss structure and is formed by welding 10 # channel steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123308290.0U CN217479962U (en) | 2021-12-27 | 2021-12-27 | Concrete beam pouring system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123308290.0U CN217479962U (en) | 2021-12-27 | 2021-12-27 | Concrete beam pouring system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217479962U true CN217479962U (en) | 2022-09-23 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202123308290.0U Active CN217479962U (en) | 2021-12-27 | 2021-12-27 | Concrete beam pouring system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217479962U (en) |
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2021
- 2021-12-27 CN CN202123308290.0U patent/CN217479962U/en active Active
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